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Department of Civil Engineering, Osaka University | 論文
- 杭に作用するネガティブフリクションに関する研究
- FINITE ELEMENT SLOPE STABILITY ANALYSIS BY SHEAR STRENGTH REDUCTION TECHNIQUE
- EARTH PRESSURES ON PILES IN A ROW DUE TO LATERAL SOIL MOVEMENTS
- EXTENDED DESIGN METHOD FOR MULTI-ROW STABILIZING PILES AGAINST LANDSLIDE
- EARTH PRESSURES ON PILES IN A ROW DUE TO LATERAL SOIL MOVEMENTS
- EXTENDED DESIGN METHOD FOR MULTI-ROW STABILIZING PILES AGAINST LANDSLIDE
- 地すべり防止杭の設計法ー1杭列の場合(『土質工学会論文報告集』Vol. 21,No. 1(1981年3月発行)掲載論文の概要)
- DESIGN METHOD FOR STABILIZING PILES AGAINST LANDSLIDE : ONE ROW OF PILES
- 335 横桟橋における斜面安定設計法(『土質工学会論文報告集』Vol. 19,No. 4(1979年12月発行)掲載論文の概要)
- DESIGN METHOD FOR THE STABILITY ANALYSIS OF THE SLOPE WITH LANDING PIER
- 軟岩トンネルの非線形弾塑性挙動
- 時間依存性を示す膨張性軟岩トンネルの1次覆工挙動
- 飽和粘土の力学的特性に及ぼす動的応力履歴の影響
- FINITE ELEMENT SLOPE STABILITY ANALYSIS BY SHEAR STRENGTH REDUCTION TECHNIQUE
- A HYBRID SLOPE STABILITY ANALYSIS METHOD WITH ITS APPLICATION TO REINFORCED SLOPE CUTTING
- AN ELASTOPLASTIC JOINT ELEMENT WITH ITS APPLICATION TO REINFORCED SLOPE CUTTING
- SHEAR MECHANISMS OF VANE TEST IN SOFT CLAYS
- MULTI-DIMENSIONAL ELASTO-PLASTIC CONSOLIDATION ANALYSIS BY FINITE ELEMENT METHOD
- EFFECTS OF URBANIZATION ON GROUND SURFACE TEMPERATURE IN THE KANSAI DISTRICT, JAPAN : BASED ON METEOROLOGICAL DATA
- APPLICATION OF THE EQUI-RISK LINE THEORY TO THE DESIGN OF A DETENTION RESERVOIR